宽缝重力坝

三维斜孔帷幕灌浆在宽缝重力坝基础加固中的应用

Application of 3D inclined hole curtain grouting in slotted gravity dam foundation reinforcement

位移混合模型对某宽缝重力坝的模拟计算

Hybrid model of displacement for a slotted gravity dam

本文采用序列线性规划法进行宽缝重力坝断面优化设计，并用Lemke算法求解其中的线性规划问题。

The sequence linear program method is adopted for optimum design of concrete gravity dams with broad joints . The linear program problem is solved by Lemke algorithm .

宽缝重力坝温度分布

Temperature Distribution in a Gravity Darn with a Large Seam

服用方法，灵活多变。可变多面体法及宽缝重力坝优化

A Flexible Polyhedron Method and Optimum Design for Gravity Dams with Broad Joints

宽缝重力坝的优化设计

Optimum Design for Concrete Gravity Dams with Broad Joints

将寻优能力强，具有全局最优解的遗传算法，应用于宽缝重力坝优化设计中。

And the genetic algorithm is applied to the shape optimization of slotted gravity dams .

大坝坝型为国内首座混凝土宽缝重力坝，位于铜官峡谷上段两个大断层之间，岸坡陡峻，气势雄伟；最大坝高105米，是当时国内第一座百米以上高坝；

As the first reinforced concrete dam in China , the Xinanjiang Dam is 105 meters high , also the first dam over 100 meters in China .

在此基础上，利用某混凝土宽缝重力坝的坝基扬压力测压管的水位观测资料，采用改进的遗传算法进化反演混凝土坝与坝基的渗透系数。

According to the observed data of uplift piezometric water head , the permeability coefficients of a concrete gravity dam body and its foundation are inversed by a developed genetic algorithm .